public void UpdateObserver_CalculationNameUpdated_ChartTitleUpdated()
{
// Setup
const string initialName = "Initial name";
const string updatedName = "Updated name";
var calculation = new TestWaveConditionsCalculation <WaveConditionsInput>(new WaveConditionsInput())
{
Name = initialName
};
using (var view = new WaveConditionsInputView(calculation,
GetHydraulicBoundaryLocationCalculation,
new TestWaveConditionsInputViewStyle()))
{
// Precondition
Assert.AreEqual(initialName, view.Chart.ChartTitle);
calculation.Name = updatedName;
// Call
calculation.NotifyObservers();
// Assert
Assert.AreEqual(updatedName, view.Chart.ChartTitle);
}
}
public void ClearAllWaveConditionsCalculationsOutputWithUserDefinedTargetProbability_WithAllData_ClearsOutputAndReturnsAffectedObjects()
{
// Setup
var calculationsForTargetProbabilityToClear = new HydraulicBoundaryLocationCalculationsForTargetProbability(0.1);
var otherCalculationsForTargetProbability = new HydraulicBoundaryLocationCalculationsForTargetProbability(0.01);
var calculation1 = new TestWaveConditionsCalculation <WaveConditionsInput>(new WaveConditionsInput
{
WaterLevelType = WaveConditionsInputWaterLevelType.SignalFloodingProbability,
CalculationsTargetProbability = calculationsForTargetProbabilityToClear
}, true);
var calculation2 = new TestWaveConditionsCalculation <WaveConditionsInput>(new WaveConditionsInput
{
WaterLevelType = WaveConditionsInputWaterLevelType.MaximumAllowableFloodingProbability,
CalculationsTargetProbability = calculationsForTargetProbabilityToClear
}, true);
var calculation3 = new TestWaveConditionsCalculation <WaveConditionsInput>(new WaveConditionsInput
{
WaterLevelType = WaveConditionsInputWaterLevelType.None,
CalculationsTargetProbability = calculationsForTargetProbabilityToClear
}, true);
var calculation4 = new TestWaveConditionsCalculation <WaveConditionsInput>(new WaveConditionsInput
{
WaterLevelType = WaveConditionsInputWaterLevelType.UserDefinedTargetProbability,
CalculationsTargetProbability = calculationsForTargetProbabilityToClear
}, true);
var calculation5 = new TestWaveConditionsCalculation <WaveConditionsInput>(new WaveConditionsInput
{
WaterLevelType = WaveConditionsInputWaterLevelType.UserDefinedTargetProbability,
CalculationsTargetProbability = otherCalculationsForTargetProbability
}, true);
var mocks = new MockRepository();
var failureMechanism = mocks.Stub <ICalculatableFailureMechanism>();
failureMechanism.Stub(fm => fm.Calculations).Return(new[]
{
calculation1,
calculation2,
calculation3,
calculation4,
calculation5
});
mocks.ReplayAll();
TestWaveConditionsCalculation <WaveConditionsInput>[] expectedAffectedCalculations =
{
calculation4
};
// Call
IEnumerable <IObservable> affectedCalculations = WaveConditionsDataSynchronizationService.ClearAllWaveConditionsCalculationOutput <ICalculatableFailureMechanism, TestWaveConditionsCalculation <WaveConditionsInput> >(
failureMechanism, calculationsForTargetProbabilityToClear);
// Assert
CollectionAssert.AreEqual(expectedAffectedCalculations, affectedCalculations);
Assert.IsTrue(expectedAffectedCalculations.All(c => !c.HasOutput));
Assert.IsTrue(failureMechanism.Calculations.Except(expectedAffectedCalculations).All(c => c.HasOutput));
mocks.VerifyAll();
}
public void Constructor_AssessmentSectionNull_ThrowArgumentNullException()
{
// Setup
var waveConditionsInput = new WaveConditionsInput();
var calculation = new TestWaveConditionsCalculation <WaveConditionsInput>(waveConditionsInput);
// Call
void Call() => new WaveConditionsInputContext(waveConditionsInput, calculation, null);
// Assert
string paramName = Assert.Throws <ArgumentNullException>(Call).ParamName;
Assert.AreEqual("assessmentSection", paramName);
}
public void ClearAllWaveConditionsCalculationOutputWithNormativeProbabilityType_WithAllData_ClearsOutputAndReturnsAffectedObjects(NormativeProbabilityType normativeProbabilityType)
{
// Setup
var calculation1 = new TestWaveConditionsCalculation <WaveConditionsInput>(new WaveConditionsInput
{
WaterLevelType = WaveConditionsInputWaterLevelType.SignalFloodingProbability
}, true);
var calculation2 = new TestWaveConditionsCalculation <WaveConditionsInput>(new WaveConditionsInput
{
WaterLevelType = WaveConditionsInputWaterLevelType.MaximumAllowableFloodingProbability
}, true);
var calculation3 = new TestWaveConditionsCalculation <WaveConditionsInput>(new WaveConditionsInput
{
WaterLevelType = WaveConditionsInputWaterLevelType.None
}, true);
var calculation4 = new TestWaveConditionsCalculation <WaveConditionsInput>(new WaveConditionsInput
{
WaterLevelType = WaveConditionsInputWaterLevelType.UserDefinedTargetProbability
}, true);
var mocks = new MockRepository();
var failureMechanism = mocks.Stub <ICalculatableFailureMechanism>();
failureMechanism.Stub(fm => fm.Calculations).Return(new[]
{
calculation1,
calculation2,
calculation3,
calculation4
});
mocks.ReplayAll();
TestWaveConditionsCalculation <WaveConditionsInput>[] expectedAffectedCalculations =
{
normativeProbabilityType == NormativeProbabilityType.MaximumAllowableFloodingProbability
? calculation2
: calculation1
};
// Call
IEnumerable <IObservable> affectedCalculations = WaveConditionsDataSynchronizationService.ClearAllWaveConditionsCalculationOutput <ICalculatableFailureMechanism, TestWaveConditionsCalculation <WaveConditionsInput> >(
failureMechanism, normativeProbabilityType);
// Assert
CollectionAssert.AreEqual(expectedAffectedCalculations, affectedCalculations);
Assert.IsTrue(expectedAffectedCalculations.All(c => !c.HasOutput));
Assert.IsTrue(failureMechanism.Calculations.Except(expectedAffectedCalculations).All(c => c.HasOutput));
mocks.VerifyAll();
}
public void Constructor_ExpectedValues()
{
// Call
TestWaveConditionsCalculation <WaveConditionsInput> calculation = CreateTestCalculation();
using (var view = new WaveConditionsInputView(calculation,
GetHydraulicBoundaryLocationCalculation,
new TestWaveConditionsInputViewStyle()))
{
// Assert
Assert.IsInstanceOf <UserControl>(view);
Assert.IsInstanceOf <IChartView>(view);
Assert.IsNotNull(view.Chart);
Assert.AreSame(calculation, view.Data);
Assert.AreEqual(1, view.Controls.Count);
}
}
public void Constructor_ValidInput_ExpectedValues()
{
// Setup
var waveConditionsInput = new WaveConditionsInput();
var calculation = new TestWaveConditionsCalculation <WaveConditionsInput>(waveConditionsInput);
var assessmentSection = new AssessmentSectionStub();
// Call
var context = new WaveConditionsInputContext(waveConditionsInput,
calculation,
assessmentSection);
// Assert
Assert.IsInstanceOf <ObservableWrappedObjectContextBase <WaveConditionsInput> >(context);
Assert.AreSame(waveConditionsInput, context.WrappedData);
Assert.AreSame(calculation, context.Calculation);
Assert.AreSame(assessmentSection, context.AssessmentSection);
Assert.AreSame(assessmentSection.HydraulicBoundaryDatabase.Locations, context.HydraulicBoundaryLocations);
}
public void Export_VariousTargetProbabilities_ReturnTrueAndWritesFile()
{
// Setup
var calculation1 = new TestWaveConditionsCalculation <WaveConditionsInput>(new WaveConditionsInput())
{
Name = "Calculation 1 (lower limit)",
InputParameters =
{
WaterLevelType = WaveConditionsInputWaterLevelType.MaximumAllowableFloodingProbability
}
};
var calculation2 = new TestWaveConditionsCalculation <WaveConditionsInput>(new WaveConditionsInput())
{
Name = "Calculation 2 (signaling)",
InputParameters =
{
WaterLevelType = WaveConditionsInputWaterLevelType.SignalFloodingProbability
}
};
var calculation3 = new TestWaveConditionsCalculation <WaveConditionsInput>(new WaveConditionsInput())
{
Name = "Calculation 3 (user defined)",
InputParameters =
{
WaterLevelType = WaveConditionsInputWaterLevelType.UserDefinedTargetProbability,
CalculationsTargetProbability = new HydraulicBoundaryLocationCalculationsForTargetProbability(0.003)
}
};
var calculation4 = new TestWaveConditionsCalculation <WaveConditionsInput>(new WaveConditionsInput())
{
Name = "Calculation 4 (none)",
InputParameters =
{
WaterLevelType = WaveConditionsInputWaterLevelType.None
}
};
var calculationGroup2 = new CalculationGroup
{
Name = "group 2",
Children =
{
calculation2,
calculation4
}
};
var calculationGroup = new CalculationGroup
{
Name = "group 1",
Children =
{
calculation1,
calculation3,
calculationGroup2
}
};
string expectedXmlFilePath = TestHelper.GetTestDataPath(TestDataPath.Riskeer.Revetment.IO,
Path.Combine(
nameof(WaveConditionsCalculationConfigurationExporter <CalculationConfigurationWriter <WaveConditionsCalculationConfiguration>, WaveConditionsCalculationConfiguration, ICalculation <WaveConditionsInput> >),
"targetProbabilityConfiguration.xml"));
// Call & Assert
WriteAndValidate(new[]
{
calculationGroup
}, expectedXmlFilePath);
}
public void GivenViewWithInputData_WhenHydraulicBoundaryLocationCalculationChangedAndCalculationNotified_ThenUpdatedDataIsShownInChart()
{
// Given
var random = new Random(39);
var profile = new TestForeshoreProfile(new[]
{
new Point2D(0.0, 0.0),
new Point2D(1.0, 1.0),
new Point2D(2.0, 2.0)
});
var calculation = new TestWaveConditionsCalculation <WaveConditionsInput>(new WaveConditionsInput())
{
InputParameters =
{
HydraulicBoundaryLocation = new TestHydraulicBoundaryLocation(),
ForeshoreProfile = profile,
LowerBoundaryRevetment = (RoundedDouble)5,
UpperBoundaryRevetment = (RoundedDouble)8,
LowerBoundaryWaterLevels = (RoundedDouble)3,
UpperBoundaryWaterLevels = (RoundedDouble)7
}
};
HydraulicBoundaryLocationCalculation newHydraulicBoundaryLocationCalculation = GetHydraulicBoundaryLocationCalculation(random.NextRoundedDouble());
HydraulicBoundaryLocationCalculation hydraulicBoundaryLocationCalculation = GetHydraulicBoundaryLocationCalculation(random.NextRoundedDouble());
using (var view = new WaveConditionsInputView(calculation,
() => hydraulicBoundaryLocationCalculation,
new TestWaveConditionsInputViewStyle()))
{
var foreshoreChartData = (ChartLineData)view.Chart.Data.Collection.ElementAt(foreShoreChartDataIndex);
var lowerBoundaryRevetmentChartData = (ChartLineData)view.Chart.Data.Collection.ElementAt(lowerBoundaryRevetmentChartDataIndex);
var upperBoundaryRevetmentChartData = (ChartLineData)view.Chart.Data.Collection.ElementAt(upperBoundaryRevetmentChartDataIndex);
var lowerBoundaryWaterLevelsChartData = (ChartLineData)view.Chart.Data.Collection.ElementAt(lowerBoundaryWaterLevelsChartDataIndex);
var upperBoundaryWaterLevelsChartData = (ChartLineData)view.Chart.Data.Collection.ElementAt(upperBoundaryWaterLevelsChartDataIndex);
var assessmentLevelChartData = (ChartLineData)view.Chart.Data.Collection.ElementAt(assessmentLevelChartDataIndex);
var waterLevelsChartData = (ChartMultipleLineData)view.Chart.Data.Collection.ElementAt(waterLevelsChartDataIndex);
var revetmentBaseChartData = (ChartLineData)view.Chart.Data.Collection.ElementAt(revetmentBaseChartDataIndex);
var revetmentChartData = (ChartLineData)view.Chart.Data.Collection.ElementAt(revetmentChartDataIndex);
// When
hydraulicBoundaryLocationCalculation = newHydraulicBoundaryLocationCalculation;
calculation.InputParameters.NotifyObservers();
newHydraulicBoundaryLocationCalculation.Output = new TestHydraulicBoundaryLocationCalculationOutput(random.NextRoundedDouble());
newHydraulicBoundaryLocationCalculation.NotifyObservers();
// Then
Assert.AreSame(foreshoreChartData, (ChartLineData)view.Chart.Data.Collection.ElementAt(foreShoreChartDataIndex));
Assert.AreSame(lowerBoundaryRevetmentChartData, (ChartLineData)view.Chart.Data.Collection.ElementAt(lowerBoundaryRevetmentChartDataIndex));
Assert.AreSame(upperBoundaryRevetmentChartData, (ChartLineData)view.Chart.Data.Collection.ElementAt(upperBoundaryRevetmentChartDataIndex));
Assert.AreSame(lowerBoundaryWaterLevelsChartData, (ChartLineData)view.Chart.Data.Collection.ElementAt(lowerBoundaryWaterLevelsChartDataIndex));
Assert.AreSame(upperBoundaryWaterLevelsChartData, (ChartLineData)view.Chart.Data.Collection.ElementAt(upperBoundaryWaterLevelsChartDataIndex));
Assert.AreSame(assessmentLevelChartData, (ChartLineData)view.Chart.Data.Collection.ElementAt(assessmentLevelChartDataIndex));
Assert.AreSame(waterLevelsChartData, (ChartMultipleLineData)view.Chart.Data.Collection.ElementAt(waterLevelsChartDataIndex));
Assert.AreSame(revetmentBaseChartData, (ChartLineData)view.Chart.Data.Collection.ElementAt(revetmentBaseChartDataIndex));
Assert.AreSame(revetmentChartData, (ChartLineData)view.Chart.Data.Collection.ElementAt(revetmentChartDataIndex));
AssertForeshoreChartData(profile, foreshoreChartData);
AssertChartData(calculation.InputParameters.ForeshoreGeometry, calculation.InputParameters.LowerBoundaryRevetment,
lowerBoundaryRevetmentChartData, "Ondergrens bekleding");
AssertChartData(calculation.InputParameters.ForeshoreGeometry, calculation.InputParameters.UpperBoundaryRevetment,
upperBoundaryRevetmentChartData, "Bovengrens bekleding");
AssertChartData(calculation.InputParameters.ForeshoreGeometry, calculation.InputParameters.LowerBoundaryWaterLevels,
lowerBoundaryWaterLevelsChartData, "Ondergrens waterstanden");
AssertChartData(calculation.InputParameters.ForeshoreGeometry, calculation.InputParameters.UpperBoundaryWaterLevels,
upperBoundaryWaterLevelsChartData, "Bovengrens waterstanden");
RoundedDouble expectedAssessmentLevel = newHydraulicBoundaryLocationCalculation.Output.Result;
AssertChartData(calculation.InputParameters.ForeshoreGeometry, expectedAssessmentLevel,
assessmentLevelChartData, "Waterstand bij doelkans");
AssertWaterLevelsChartData(calculation.InputParameters.ForeshoreGeometry,
calculation.InputParameters.GetWaterLevels(expectedAssessmentLevel),
waterLevelsChartData);
AssertRevetmentBaseChartData(profile.Geometry.Last(),
calculation.InputParameters.LowerBoundaryRevetment,
calculation.InputParameters.LowerBoundaryWaterLevels,
revetmentBaseChartData);
AssertRevetmentChartData(profile.Geometry.Last(), calculation.InputParameters.LowerBoundaryRevetment,
calculation.InputParameters.UpperBoundaryRevetment, revetmentChartData);
}
}
public void UpdateObserver_ForeshoreProfileUpdated_ChartDataUpdatedAndObserversNotified()
{
// Setup
var mocks = new MockRepository();
var observer = mocks.StrictMock <IObserver>();
observer.Expect(o => o.UpdateObserver()).Repeat.Times(numberOfChartDataLayers);
mocks.ReplayAll();
var assessmentLevel = (RoundedDouble)6;
var calculation = new TestWaveConditionsCalculation <WaveConditionsInput>(new WaveConditionsInput())
{
InputParameters =
{
ForeshoreProfile = new TestForeshoreProfile(new[]
{
new Point2D(0.0, 0.0),
new Point2D(1.0, 1.0),
new Point2D(2.0, 2.0)
}),
LowerBoundaryRevetment = (RoundedDouble)5,
UpperBoundaryRevetment = (RoundedDouble)8,
LowerBoundaryWaterLevels = (RoundedDouble)3,
UpperBoundaryWaterLevels = (RoundedDouble)7
}
};
using (var view = new WaveConditionsInputView(calculation,
() => GetHydraulicBoundaryLocationCalculation(assessmentLevel),
new TestWaveConditionsInputViewStyle()))
{
var foreshoreChartData = (ChartLineData)view.Chart.Data.Collection.ElementAt(foreShoreChartDataIndex);
var lowerBoundaryRevetmentChartData = (ChartLineData)view.Chart.Data.Collection.ElementAt(lowerBoundaryRevetmentChartDataIndex);
var upperBoundaryRevetmentChartData = (ChartLineData)view.Chart.Data.Collection.ElementAt(upperBoundaryRevetmentChartDataIndex);
var lowerBoundaryWaterLevelsChartData = (ChartLineData)view.Chart.Data.Collection.ElementAt(lowerBoundaryWaterLevelsChartDataIndex);
var upperBoundaryWaterLevelsChartData = (ChartLineData)view.Chart.Data.Collection.ElementAt(upperBoundaryWaterLevelsChartDataIndex);
var assessmentLevelChartData = (ChartLineData)view.Chart.Data.Collection.ElementAt(assessmentLevelChartDataIndex);
var waterLevelsChartData = (ChartMultipleLineData)view.Chart.Data.Collection.ElementAt(waterLevelsChartDataIndex);
var revetmentBaseChartData = (ChartLineData)view.Chart.Data.Collection.ElementAt(revetmentBaseChartDataIndex);
var revetmentChartData = (ChartLineData)view.Chart.Data.Collection.ElementAt(revetmentChartDataIndex);
foreshoreChartData.Attach(observer);
lowerBoundaryRevetmentChartData.Attach(observer);
upperBoundaryRevetmentChartData.Attach(observer);
lowerBoundaryWaterLevelsChartData.Attach(observer);
upperBoundaryWaterLevelsChartData.Attach(observer);
assessmentLevelChartData.Attach(observer);
waterLevelsChartData.Attach(observer);
revetmentBaseChartData.Attach(observer);
revetmentChartData.Attach(observer);
ForeshoreProfile profile2 = new TestForeshoreProfile(new[]
{
new Point2D(0, 0),
new Point2D(3, 3),
new Point2D(8, 8)
});
calculation.InputParameters.ForeshoreProfile = profile2;
// Call
calculation.InputParameters.NotifyObservers();
// Assert
Assert.AreSame(foreshoreChartData, (ChartLineData)view.Chart.Data.Collection.ElementAt(foreShoreChartDataIndex));
Assert.AreSame(lowerBoundaryRevetmentChartData, (ChartLineData)view.Chart.Data.Collection.ElementAt(lowerBoundaryRevetmentChartDataIndex));
Assert.AreSame(upperBoundaryRevetmentChartData, (ChartLineData)view.Chart.Data.Collection.ElementAt(upperBoundaryRevetmentChartDataIndex));
Assert.AreSame(lowerBoundaryWaterLevelsChartData, (ChartLineData)view.Chart.Data.Collection.ElementAt(lowerBoundaryWaterLevelsChartDataIndex));
Assert.AreSame(upperBoundaryWaterLevelsChartData, (ChartLineData)view.Chart.Data.Collection.ElementAt(upperBoundaryWaterLevelsChartDataIndex));
Assert.AreSame(assessmentLevelChartData, (ChartLineData)view.Chart.Data.Collection.ElementAt(assessmentLevelChartDataIndex));
Assert.AreSame(waterLevelsChartData, (ChartMultipleLineData)view.Chart.Data.Collection.ElementAt(waterLevelsChartDataIndex));
Assert.AreSame(revetmentBaseChartData, (ChartLineData)view.Chart.Data.Collection.ElementAt(revetmentBaseChartDataIndex));
Assert.AreSame(revetmentChartData, (ChartLineData)view.Chart.Data.Collection.ElementAt(revetmentChartDataIndex));
AssertForeshoreChartData(profile2, foreshoreChartData);
AssertChartData(calculation.InputParameters.ForeshoreGeometry, calculation.InputParameters.LowerBoundaryRevetment,
lowerBoundaryRevetmentChartData, "Ondergrens bekleding");
AssertChartData(calculation.InputParameters.ForeshoreGeometry, calculation.InputParameters.UpperBoundaryRevetment,
upperBoundaryRevetmentChartData, "Bovengrens bekleding");
AssertChartData(calculation.InputParameters.ForeshoreGeometry, calculation.InputParameters.LowerBoundaryWaterLevels,
lowerBoundaryWaterLevelsChartData, "Ondergrens waterstanden");
AssertChartData(calculation.InputParameters.ForeshoreGeometry, calculation.InputParameters.UpperBoundaryWaterLevels,
upperBoundaryWaterLevelsChartData, "Bovengrens waterstanden");
AssertChartData(calculation.InputParameters.ForeshoreGeometry, assessmentLevel,
assessmentLevelChartData, "Waterstand bij doelkans");
AssertWaterLevelsChartData(calculation.InputParameters.ForeshoreGeometry,
calculation.InputParameters.GetWaterLevels(assessmentLevel),
waterLevelsChartData);
AssertRevetmentBaseChartData(profile2.Geometry.Last(),
calculation.InputParameters.LowerBoundaryRevetment,
calculation.InputParameters.LowerBoundaryWaterLevels,
revetmentBaseChartData);
AssertRevetmentChartData(profile2.Geometry.Last(), calculation.InputParameters.LowerBoundaryRevetment,
calculation.InputParameters.UpperBoundaryRevetment, revetmentChartData);
}
mocks.VerifyAll();
}
public void Constructor_WithValidParameters_ChartDataSet()
{
// Setup
const string calculationName = "Calculation name";
var assessmentLevel = (RoundedDouble)6;
var calculation = new TestWaveConditionsCalculation <WaveConditionsInput>(new WaveConditionsInput())
{
Name = calculationName,
InputParameters =
{
ForeshoreProfile = new TestForeshoreProfile(new[]
{
new Point2D(0.0, 0.0),
new Point2D(1.0, 1.0),
new Point2D(2.0, 2.0)
}),
LowerBoundaryRevetment = (RoundedDouble)5,
UpperBoundaryRevetment = (RoundedDouble)8,
LowerBoundaryWaterLevels = (RoundedDouble)3,
UpperBoundaryWaterLevels = (RoundedDouble)9
}
};
// Call
using (var view = new WaveConditionsInputView(calculation,
() => GetHydraulicBoundaryLocationCalculation(assessmentLevel),
new TestWaveConditionsInputViewStyle()))
{
// Assert
IChartControl chartControl = view.Chart;
Assert.IsInstanceOf <Control>(chartControl);
Assert.AreEqual(DockStyle.Fill, ((Control)chartControl).Dock);
Assert.AreEqual("Afstand [m]", chartControl.BottomAxisTitle);
Assert.AreEqual("Hoogte [m+NAP]", chartControl.LeftAxisTitle);
Assert.AreEqual(calculationName, chartControl.ChartTitle);
ChartDataCollection chartData = chartControl.Data;
Assert.IsInstanceOf <ChartDataCollection>(chartData);
Assert.AreEqual(numberOfChartDataLayers, chartData.Collection.Count());
AssertForeshoreChartData(calculation.InputParameters.ForeshoreProfile, chartData.Collection.ElementAt(foreShoreChartDataIndex));
AssertChartData(calculation.InputParameters.ForeshoreGeometry, calculation.InputParameters.LowerBoundaryRevetment,
chartData.Collection.ElementAt(lowerBoundaryRevetmentChartDataIndex), "Ondergrens bekleding");
AssertChartData(calculation.InputParameters.ForeshoreGeometry, calculation.InputParameters.UpperBoundaryRevetment,
chartData.Collection.ElementAt(upperBoundaryRevetmentChartDataIndex), "Bovengrens bekleding");
AssertChartData(calculation.InputParameters.ForeshoreGeometry, calculation.InputParameters.LowerBoundaryWaterLevels,
chartData.Collection.ElementAt(lowerBoundaryWaterLevelsChartDataIndex), "Ondergrens waterstanden");
AssertChartData(calculation.InputParameters.ForeshoreGeometry, calculation.InputParameters.UpperBoundaryWaterLevels,
chartData.Collection.ElementAt(upperBoundaryWaterLevelsChartDataIndex), "Bovengrens waterstanden");
AssertChartData(calculation.InputParameters.ForeshoreGeometry, assessmentLevel,
chartData.Collection.ElementAt(assessmentLevelChartDataIndex), "Waterstand bij doelkans");
AssertWaterLevelsChartData(calculation.InputParameters.ForeshoreGeometry,
calculation.InputParameters.GetWaterLevels(assessmentLevel),
chartData.Collection.ElementAt(waterLevelsChartDataIndex));
AssertRevetmentBaseChartData(calculation.InputParameters.ForeshoreGeometry.Last(),
calculation.InputParameters.LowerBoundaryRevetment,
calculation.InputParameters.LowerBoundaryWaterLevels,
chartData.Collection.ElementAt(revetmentBaseChartDataIndex));
AssertRevetmentChartData(calculation.InputParameters.ForeshoreGeometry.Last(),
calculation.InputParameters.LowerBoundaryRevetment,
calculation.InputParameters.UpperBoundaryRevetment,
chartData.Collection.ElementAt(revetmentChartDataIndex));
}
}
